On numerical solution of weight minimization of elastic bodies weakly supporting tension

Petr Kočandrle; Petr Rybníček

Applications of Mathematics (1995)

  • Volume: 40, Issue: 1, page 21-31
  • ISSN: 0862-7940

Abstract

top
Shape optimization of a two-dimensional elastic body is considered, provided the material is weakly supporting tension. The problem generalizes that of a masonry dam subjected to its weight and to the hydrostatic pressure. A part of the boundary has to be found so as to minimize a given cost functional. The numerical realization using a penalty method and finite element technique is presented. Some typical results are shown.

How to cite

top

Kočandrle, Petr, and Rybníček, Petr. "On numerical solution of weight minimization of elastic bodies weakly supporting tension." Applications of Mathematics 40.1 (1995): 21-31. <http://eudml.org/doc/32900>.

@article{Kočandrle1995,
abstract = {Shape optimization of a two-dimensional elastic body is considered, provided the material is weakly supporting tension. The problem generalizes that of a masonry dam subjected to its weight and to the hydrostatic pressure. A part of the boundary has to be found so as to minimize a given cost functional. The numerical realization using a penalty method and finite element technique is presented. Some typical results are shown.},
author = {Kočandrle, Petr, Rybníček, Petr},
journal = {Applications of Mathematics},
keywords = {shape optimization; weight minimization; penalty method; masonry-like materials; finite elements; shape optimization; masonry dam; hydrostatic pressure; penalty method},
language = {eng},
number = {1},
pages = {21-31},
publisher = {Institute of Mathematics, Academy of Sciences of the Czech Republic},
title = {On numerical solution of weight minimization of elastic bodies weakly supporting tension},
url = {http://eudml.org/doc/32900},
volume = {40},
year = {1995},
}

TY - JOUR
AU - Kočandrle, Petr
AU - Rybníček, Petr
TI - On numerical solution of weight minimization of elastic bodies weakly supporting tension
JO - Applications of Mathematics
PY - 1995
PB - Institute of Mathematics, Academy of Sciences of the Czech Republic
VL - 40
IS - 1
SP - 21
EP - 31
AB - Shape optimization of a two-dimensional elastic body is considered, provided the material is weakly supporting tension. The problem generalizes that of a masonry dam subjected to its weight and to the hydrostatic pressure. A part of the boundary has to be found so as to minimize a given cost functional. The numerical realization using a penalty method and finite element technique is presented. Some typical results are shown.
LA - eng
KW - shape optimization; weight minimization; penalty method; masonry-like materials; finite elements; shape optimization; masonry dam; hydrostatic pressure; penalty method
UR - http://eudml.org/doc/32900
ER -

NotesEmbed ?

top

You must be logged in to post comments.

To embed these notes on your page include the following JavaScript code on your page where you want the notes to appear.

Only the controls for the widget will be shown in your chosen language. Notes will be shown in their authored language.

Tells the widget how many notes to show per page. You can cycle through additional notes using the next and previous controls.

    
                

Note: Best practice suggests putting the JavaScript code just before the closing </body> tag.